Small Strain Stiffness of Sand‐Rubber Mixtures With Particle Size Disparity Effect
ABSTRACT This study systematically investigates the small‐strain stiffness of sand‐rubber mixtures, focusing on combined particle disparity—both larger sand with smaller rubber and smaller sand with larger rubber—using the discrete element method. The effectiveness of various state variables in capt...
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Veröffentlicht in: | International journal for numerical and analytical methods in geomechanics 2025-01, Vol.49 (1), p.218-233 |
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container_title | International journal for numerical and analytical methods in geomechanics |
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creator | Liu, Deyun Yin, Zhen‐Yu |
description | ABSTRACT
This study systematically investigates the small‐strain stiffness of sand‐rubber mixtures, focusing on combined particle disparity—both larger sand with smaller rubber and smaller sand with larger rubber—using the discrete element method. The effectiveness of various state variables in capturing stiffness behavior across different rubber contents and size disparities (SDs) is evaluated. Conventional state variables developed for natural sands, such as void ratio and mechanical void ratio were found to be less effective in describing the small‐strain stiffness characteristics of sand‐rubber mixtures due to distinct properties of rubber. This study then demonstrates that the stiffness contribution of rubber materials could be negligible, emphasizing that particle property disparity is more significant than SD between sand and rubber materials. Therefore, an adapted state variable, considering only active sand particles, shows improved performance for capturing the correlation between small‐strain stiffness with increasing rubber contents, suggesting its potential utility over conventional variables. Additionally, a refined void ratio, including inactive sand particles but excluding rubber, offers a practical alternative for capturing small‐strain stiffness in experimental and engineering practices, aligning with previous experimental observations. These findings underscore the need for developing more effective state variables that accurately reflect the interactions within heterogeneous materials like sand‐rubber mixtures. |
doi_str_mv | 10.1002/nag.3866 |
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This study systematically investigates the small‐strain stiffness of sand‐rubber mixtures, focusing on combined particle disparity—both larger sand with smaller rubber and smaller sand with larger rubber—using the discrete element method. The effectiveness of various state variables in capturing stiffness behavior across different rubber contents and size disparities (SDs) is evaluated. Conventional state variables developed for natural sands, such as void ratio and mechanical void ratio were found to be less effective in describing the small‐strain stiffness characteristics of sand‐rubber mixtures due to distinct properties of rubber. This study then demonstrates that the stiffness contribution of rubber materials could be negligible, emphasizing that particle property disparity is more significant than SD between sand and rubber materials. Therefore, an adapted state variable, considering only active sand particles, shows improved performance for capturing the correlation between small‐strain stiffness with increasing rubber contents, suggesting its potential utility over conventional variables. Additionally, a refined void ratio, including inactive sand particles but excluding rubber, offers a practical alternative for capturing small‐strain stiffness in experimental and engineering practices, aligning with previous experimental observations. These findings underscore the need for developing more effective state variables that accurately reflect the interactions within heterogeneous materials like sand‐rubber mixtures.</description><identifier>ISSN: 0363-9061</identifier><identifier>EISSN: 1096-9853</identifier><identifier>DOI: 10.1002/nag.3866</identifier><language>eng</language><publisher>Bognor Regis: Wiley Subscription Services, Inc</publisher><subject>Discrete element method ; Effectiveness ; Mixtures ; Rubber ; Sand ; Sand & gravel ; sand‐rubber mixtures ; size disparity ; small strain stiffness ; State variable ; state variables ; Stiffness ; Strain ; Variables ; Void ratio</subject><ispartof>International journal for numerical and analytical methods in geomechanics, 2025-01, Vol.49 (1), p.218-233</ispartof><rights>2024 The Author(s). published by John Wiley & Sons Ltd.</rights><rights>2024. This article is published under http://creativecommons.org/licenses/by/4.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c2186-f40d07cfc2bd73d1b09038e4ad4ec88a16b3e8d5deaa254dec36e3e987aee9753</cites><orcidid>0000-0001-9355-793X ; 0000-0003-4154-7304</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://onlinelibrary.wiley.com/doi/pdf/10.1002%2Fnag.3866$$EPDF$$P50$$Gwiley$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://onlinelibrary.wiley.com/doi/full/10.1002%2Fnag.3866$$EHTML$$P50$$Gwiley$$Hfree_for_read</linktohtml><link.rule.ids>314,776,780,1411,27901,27902,45550,45551</link.rule.ids></links><search><creatorcontrib>Liu, Deyun</creatorcontrib><creatorcontrib>Yin, Zhen‐Yu</creatorcontrib><title>Small Strain Stiffness of Sand‐Rubber Mixtures With Particle Size Disparity Effect</title><title>International journal for numerical and analytical methods in geomechanics</title><description>ABSTRACT
This study systematically investigates the small‐strain stiffness of sand‐rubber mixtures, focusing on combined particle disparity—both larger sand with smaller rubber and smaller sand with larger rubber—using the discrete element method. The effectiveness of various state variables in capturing stiffness behavior across different rubber contents and size disparities (SDs) is evaluated. Conventional state variables developed for natural sands, such as void ratio and mechanical void ratio were found to be less effective in describing the small‐strain stiffness characteristics of sand‐rubber mixtures due to distinct properties of rubber. This study then demonstrates that the stiffness contribution of rubber materials could be negligible, emphasizing that particle property disparity is more significant than SD between sand and rubber materials. Therefore, an adapted state variable, considering only active sand particles, shows improved performance for capturing the correlation between small‐strain stiffness with increasing rubber contents, suggesting its potential utility over conventional variables. Additionally, a refined void ratio, including inactive sand particles but excluding rubber, offers a practical alternative for capturing small‐strain stiffness in experimental and engineering practices, aligning with previous experimental observations. These findings underscore the need for developing more effective state variables that accurately reflect the interactions within heterogeneous materials like sand‐rubber mixtures.</description><subject>Discrete element method</subject><subject>Effectiveness</subject><subject>Mixtures</subject><subject>Rubber</subject><subject>Sand</subject><subject>Sand & gravel</subject><subject>sand‐rubber mixtures</subject><subject>size disparity</subject><subject>small strain stiffness</subject><subject>State variable</subject><subject>state variables</subject><subject>Stiffness</subject><subject>Strain</subject><subject>Variables</subject><subject>Void ratio</subject><issn>0363-9061</issn><issn>1096-9853</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2025</creationdate><recordtype>article</recordtype><sourceid>24P</sourceid><recordid>eNp10E1OwzAQBWALgUQpSBzBEhs2KeM4cZxlVUpBKj8iRSwtJxmDqzQpdiIoK47AGTkJgbJl9Rbz6Y30CDlmMGIA4Vmtn0ZcCrFDBgxSEaQy5rtkAFzwIAXB9smB90sAiPvrgCyyla4qmrVO27oPa0yN3tPG0EzX5dfH532X5-jotX1rO4eePtr2md5p19qiQprZd6Tn1q-1s-2GTo3Boj0ke0ZXHo_-ckgeLqaLyWUwv51dTcbzoAiZFIGJoISkMEWYlwkvWQ4pcImRLiMspNRM5BxlGZeodRhHJRZcIMdUJhoxTWI-JCfb3rVrXjr0rVo2nav7l4qzKIwlAIdenW5V4RrvHRq1dnal3UYxUD-bqX4z9bNZT4MtfbUVbv516mY8-_Xf6e1uew</recordid><startdate>202501</startdate><enddate>202501</enddate><creator>Liu, Deyun</creator><creator>Yin, Zhen‐Yu</creator><general>Wiley Subscription Services, Inc</general><scope>24P</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SC</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>JQ2</scope><scope>KR7</scope><scope>L.G</scope><scope>L7M</scope><scope>L~C</scope><scope>L~D</scope><orcidid>https://orcid.org/0000-0001-9355-793X</orcidid><orcidid>https://orcid.org/0000-0003-4154-7304</orcidid></search><sort><creationdate>202501</creationdate><title>Small Strain Stiffness of Sand‐Rubber Mixtures With Particle Size Disparity Effect</title><author>Liu, Deyun ; Yin, Zhen‐Yu</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2186-f40d07cfc2bd73d1b09038e4ad4ec88a16b3e8d5deaa254dec36e3e987aee9753</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2025</creationdate><topic>Discrete element method</topic><topic>Effectiveness</topic><topic>Mixtures</topic><topic>Rubber</topic><topic>Sand</topic><topic>Sand & gravel</topic><topic>sand‐rubber mixtures</topic><topic>size disparity</topic><topic>small strain stiffness</topic><topic>State variable</topic><topic>state variables</topic><topic>Stiffness</topic><topic>Strain</topic><topic>Variables</topic><topic>Void ratio</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Liu, Deyun</creatorcontrib><creatorcontrib>Yin, Zhen‐Yu</creatorcontrib><collection>Wiley Online Library Open Access</collection><collection>CrossRef</collection><collection>Computer and Information Systems Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>ProQuest Computer Science Collection</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Advanced Technologies Database with Aerospace</collection><collection>Computer and Information Systems Abstracts Academic</collection><collection>Computer and Information Systems Abstracts Professional</collection><jtitle>International journal for numerical and analytical methods in geomechanics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Liu, Deyun</au><au>Yin, Zhen‐Yu</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Small Strain Stiffness of Sand‐Rubber Mixtures With Particle Size Disparity Effect</atitle><jtitle>International journal for numerical and analytical methods in geomechanics</jtitle><date>2025-01</date><risdate>2025</risdate><volume>49</volume><issue>1</issue><spage>218</spage><epage>233</epage><pages>218-233</pages><issn>0363-9061</issn><eissn>1096-9853</eissn><abstract>ABSTRACT
This study systematically investigates the small‐strain stiffness of sand‐rubber mixtures, focusing on combined particle disparity—both larger sand with smaller rubber and smaller sand with larger rubber—using the discrete element method. The effectiveness of various state variables in capturing stiffness behavior across different rubber contents and size disparities (SDs) is evaluated. Conventional state variables developed for natural sands, such as void ratio and mechanical void ratio were found to be less effective in describing the small‐strain stiffness characteristics of sand‐rubber mixtures due to distinct properties of rubber. This study then demonstrates that the stiffness contribution of rubber materials could be negligible, emphasizing that particle property disparity is more significant than SD between sand and rubber materials. Therefore, an adapted state variable, considering only active sand particles, shows improved performance for capturing the correlation between small‐strain stiffness with increasing rubber contents, suggesting its potential utility over conventional variables. Additionally, a refined void ratio, including inactive sand particles but excluding rubber, offers a practical alternative for capturing small‐strain stiffness in experimental and engineering practices, aligning with previous experimental observations. These findings underscore the need for developing more effective state variables that accurately reflect the interactions within heterogeneous materials like sand‐rubber mixtures.</abstract><cop>Bognor Regis</cop><pub>Wiley Subscription Services, Inc</pub><doi>10.1002/nag.3866</doi><tpages>16</tpages><orcidid>https://orcid.org/0000-0001-9355-793X</orcidid><orcidid>https://orcid.org/0000-0003-4154-7304</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | Discrete element method Effectiveness Mixtures Rubber Sand Sand & gravel sand‐rubber mixtures size disparity small strain stiffness State variable state variables Stiffness Strain Variables Void ratio |
title | Small Strain Stiffness of Sand‐Rubber Mixtures With Particle Size Disparity Effect |
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